Irregular shape anchor in cohesionless soils
Irregular Shape Anchors in Cohesionless Soils presents a new type of soil anchor that can significantly lower cost and preparation time for application in low cohesion soils. The experimental data provided helps readers design and implement the new devices for their projects. The author introduces t...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Niroumand, Hamed [verfasserIn] |
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| Format: |
E-Book |
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| Sprache: |
Englisch |
| Erschienen: |
Kidlington, Oxford Cambridge, MA: Butterworth-Heinemann ; 2017 |
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| Schlagwörter: |
Anchorage (Structural engineering) |
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| Formangabe: |
Electronic books |
| Anmerkung: |
Includes bibliographical references and index. - Print version record |
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| Umfang: |
Online Ressource |
| Reproduktion: |
Online-Ausg. |
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| Links: | |
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| ISBN: |
978-0-12-809563-8 0-12-809563-6 |
| Katalog-ID: |
897846532 |
|---|
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| 500 | |a Includes bibliographical references and index. - Print version record | ||
| 520 | |a Irregular Shape Anchors in Cohesionless Soils presents a new type of soil anchor that can significantly lower cost and preparation time for application in low cohesion soils. The experimental data provided helps readers design and implement the new devices for their projects. The author introduces the specific problem of soil anchors in low cohesion soils in chapter one. In chapter two, a literature review is presented comparing findings of previous researchers and positioning irregular shape anchors (ISA) within the most traditional types of soil anchors. In chapter three, the methods used for testing ISA are presented together with the specific properties of sands, anchor materials, and the model of the fracture mechanism. The experimental results are covered in chapter four, including comparisons in embedment ration and sand density. The failure mechanism is discussed both for loose and dense sands. In chapter five, the author compares the experimental data with the theoretical and computational results. In chapter six, the author presents his conclusions and recommendations on the usage of ISA to projects. Researchers in geotechnical engineering can use the methods and models presented in the book for their own projects. Practicing engineers will benefit from the compiled experimental data and comparisons with most traditional types of soil anchors. Introduces a new type of soil anchorOffers a thorough literature review on soil anchor typesPresents design specifications and practical data that can be used in new projectsProvides engineers with a way to save implementation time and costs in geotechnical projects | ||
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9780128095638 : electronic bk. 978-0-12-809563-8 0128095636 : electronic bk. 0-12-809563-6 0128095504 9780128095508 (DE-627)897846532 (DE-576)517992299 (DE-599)GBV897846532 (OCoLC)1001270163 (OCoLC)001270163 (ELSEVIER)on1001270163 (EBP)014886251 DE-627 ger DE-627 rakwb eng XA-GB TA772 TEC009020 bisacsh TEC 009020 bisacsh Irregular shape anchor in cohesionless soils Hamed Niroumand Kidlington, Oxford Cambridge, MA Butterworth-Heinemann [2017] Online Ressource Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Includes bibliographical references and index. - Print version record Irregular Shape Anchors in Cohesionless Soils presents a new type of soil anchor that can significantly lower cost and preparation time for application in low cohesion soils. The experimental data provided helps readers design and implement the new devices for their projects. The author introduces the specific problem of soil anchors in low cohesion soils in chapter one. In chapter two, a literature review is presented comparing findings of previous researchers and positioning irregular shape anchors (ISA) within the most traditional types of soil anchors. In chapter three, the methods used for testing ISA are presented together with the specific properties of sands, anchor materials, and the model of the fracture mechanism. The experimental results are covered in chapter four, including comparisons in embedment ration and sand density. The failure mechanism is discussed both for loose and dense sands. In chapter five, the author compares the experimental data with the theoretical and computational results. In chapter six, the author presents his conclusions and recommendations on the usage of ISA to projects. Researchers in geotechnical engineering can use the methods and models presented in the book for their own projects. Practicing engineers will benefit from the compiled experimental data and comparisons with most traditional types of soil anchors. Introduces a new type of soil anchorOffers a thorough literature review on soil anchor typesPresents design specifications and practical data that can be used in new projectsProvides engineers with a way to save implementation time and costs in geotechnical projects Online-Ausg. Anchorage (Structural engineering) Anchorage (Structural engineering) TECHNOLOGY & ENGINEERING ; Civil ; General Anchorage (Structural engineering) Ancrage (Construction) (CaQQLa)201-0056343 Electronic books Electronic books Niroumand, Hamed verfasserin aut 0128095504 9780128095508 Erscheint auch als Druck-Ausgabe Niroumand, Hamed Irregular shape anchor in cohesionless soils Kidlington, Oxford ; Cambridge, MA : Butterworth-Heinemann, [2017] 0128095504 9780128095508 http://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag lizenzpflichtig BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom 2021 ZDB-33-EBS ZDB-33-EGE 2017 ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2111 ISIL_DE-944 BO 045F 624.15 045F 624.1/5 105 01 0841 4074511770 OLR-ELV-TEST Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Testzugang ZHB Lübeck z 26-02-22 132 01 0959 4499993296 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Zeitlich begrenzte Lizenzierung k 13-03-24 185 01 3519 4514689645 OLR-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. z 23-04-24 370 01 4370 4540276026 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 20-06-24 2020 01 DE-Ch1 4520357489 00 --%%-- --%%-- n n Campuslizenz l01 03-05-24 2111 02 DE-944 4046046287 00 --%%-- E-Book Elsevier --%%-- n Elektronischer Volltext - Campuslizenz l01 27-01-22 105 01 0841 http://www.sciencedirect.com/science/book/9780128095508 132 01 0959 Zugriff nur für Angehörige der Hochschule Osnabrück im Hochschulnetz https://www.sciencedirect.com/science/book/9780128095508 185 01 3519 http://www.sciencedirect.com/science/book/9780128095508 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://www.sciencedirect.com/science/book/9780128095508 2020 01 DE-Ch1 https://www.sciencedirect.com/science/book/9780128095508 2111 02 DE-944 https://www.sciencedirect.com/science/book/9780128095508 132 01 0959 00 EBooks Elsevier Engineering 105 01 0841 OLR-ELV-TEST 132 01 0959 EBS Elsevier 185 01 3519 OLR-EBS 370 01 4370 EBS Elsevier |
| spelling |
9780128095638 : electronic bk. 978-0-12-809563-8 0128095636 : electronic bk. 0-12-809563-6 0128095504 9780128095508 (DE-627)897846532 (DE-576)517992299 (DE-599)GBV897846532 (OCoLC)1001270163 (OCoLC)001270163 (ELSEVIER)on1001270163 (EBP)014886251 DE-627 ger DE-627 rakwb eng XA-GB TA772 TEC009020 bisacsh TEC 009020 bisacsh Irregular shape anchor in cohesionless soils Hamed Niroumand Kidlington, Oxford Cambridge, MA Butterworth-Heinemann [2017] Online Ressource Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Includes bibliographical references and index. - Print version record Irregular Shape Anchors in Cohesionless Soils presents a new type of soil anchor that can significantly lower cost and preparation time for application in low cohesion soils. The experimental data provided helps readers design and implement the new devices for their projects. The author introduces the specific problem of soil anchors in low cohesion soils in chapter one. In chapter two, a literature review is presented comparing findings of previous researchers and positioning irregular shape anchors (ISA) within the most traditional types of soil anchors. In chapter three, the methods used for testing ISA are presented together with the specific properties of sands, anchor materials, and the model of the fracture mechanism. The experimental results are covered in chapter four, including comparisons in embedment ration and sand density. The failure mechanism is discussed both for loose and dense sands. In chapter five, the author compares the experimental data with the theoretical and computational results. In chapter six, the author presents his conclusions and recommendations on the usage of ISA to projects. Researchers in geotechnical engineering can use the methods and models presented in the book for their own projects. Practicing engineers will benefit from the compiled experimental data and comparisons with most traditional types of soil anchors. Introduces a new type of soil anchorOffers a thorough literature review on soil anchor typesPresents design specifications and practical data that can be used in new projectsProvides engineers with a way to save implementation time and costs in geotechnical projects Online-Ausg. Anchorage (Structural engineering) Anchorage (Structural engineering) TECHNOLOGY & ENGINEERING ; Civil ; General Anchorage (Structural engineering) Ancrage (Construction) (CaQQLa)201-0056343 Electronic books Electronic books Niroumand, Hamed verfasserin aut 0128095504 9780128095508 Erscheint auch als Druck-Ausgabe Niroumand, Hamed Irregular shape anchor in cohesionless soils Kidlington, Oxford ; Cambridge, MA : Butterworth-Heinemann, [2017] 0128095504 9780128095508 http://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag lizenzpflichtig BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom 2021 ZDB-33-EBS ZDB-33-EGE 2017 ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2111 ISIL_DE-944 BO 045F 624.15 045F 624.1/5 105 01 0841 4074511770 OLR-ELV-TEST Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Testzugang ZHB Lübeck z 26-02-22 132 01 0959 4499993296 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Zeitlich begrenzte Lizenzierung k 13-03-24 185 01 3519 4514689645 OLR-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. z 23-04-24 370 01 4370 4540276026 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 20-06-24 2020 01 DE-Ch1 4520357489 00 --%%-- --%%-- n n Campuslizenz l01 03-05-24 2111 02 DE-944 4046046287 00 --%%-- E-Book Elsevier --%%-- n Elektronischer Volltext - Campuslizenz l01 27-01-22 105 01 0841 http://www.sciencedirect.com/science/book/9780128095508 132 01 0959 Zugriff nur für Angehörige der Hochschule Osnabrück im Hochschulnetz https://www.sciencedirect.com/science/book/9780128095508 185 01 3519 http://www.sciencedirect.com/science/book/9780128095508 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://www.sciencedirect.com/science/book/9780128095508 2020 01 DE-Ch1 https://www.sciencedirect.com/science/book/9780128095508 2111 02 DE-944 https://www.sciencedirect.com/science/book/9780128095508 132 01 0959 00 EBooks Elsevier Engineering 105 01 0841 OLR-ELV-TEST 132 01 0959 EBS Elsevier 185 01 3519 OLR-EBS 370 01 4370 EBS Elsevier |
| allfields_unstemmed |
9780128095638 : electronic bk. 978-0-12-809563-8 0128095636 : electronic bk. 0-12-809563-6 0128095504 9780128095508 (DE-627)897846532 (DE-576)517992299 (DE-599)GBV897846532 (OCoLC)1001270163 (OCoLC)001270163 (ELSEVIER)on1001270163 (EBP)014886251 DE-627 ger DE-627 rakwb eng XA-GB TA772 TEC009020 bisacsh TEC 009020 bisacsh Irregular shape anchor in cohesionless soils Hamed Niroumand Kidlington, Oxford Cambridge, MA Butterworth-Heinemann [2017] Online Ressource Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Includes bibliographical references and index. - Print version record Irregular Shape Anchors in Cohesionless Soils presents a new type of soil anchor that can significantly lower cost and preparation time for application in low cohesion soils. The experimental data provided helps readers design and implement the new devices for their projects. The author introduces the specific problem of soil anchors in low cohesion soils in chapter one. In chapter two, a literature review is presented comparing findings of previous researchers and positioning irregular shape anchors (ISA) within the most traditional types of soil anchors. In chapter three, the methods used for testing ISA are presented together with the specific properties of sands, anchor materials, and the model of the fracture mechanism. The experimental results are covered in chapter four, including comparisons in embedment ration and sand density. The failure mechanism is discussed both for loose and dense sands. In chapter five, the author compares the experimental data with the theoretical and computational results. In chapter six, the author presents his conclusions and recommendations on the usage of ISA to projects. Researchers in geotechnical engineering can use the methods and models presented in the book for their own projects. Practicing engineers will benefit from the compiled experimental data and comparisons with most traditional types of soil anchors. Introduces a new type of soil anchorOffers a thorough literature review on soil anchor typesPresents design specifications and practical data that can be used in new projectsProvides engineers with a way to save implementation time and costs in geotechnical projects Online-Ausg. Anchorage (Structural engineering) Anchorage (Structural engineering) TECHNOLOGY & ENGINEERING ; Civil ; General Anchorage (Structural engineering) Ancrage (Construction) (CaQQLa)201-0056343 Electronic books Electronic books Niroumand, Hamed verfasserin aut 0128095504 9780128095508 Erscheint auch als Druck-Ausgabe Niroumand, Hamed Irregular shape anchor in cohesionless soils Kidlington, Oxford ; Cambridge, MA : Butterworth-Heinemann, [2017] 0128095504 9780128095508 http://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag lizenzpflichtig BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom 2021 ZDB-33-EBS ZDB-33-EGE 2017 ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2111 ISIL_DE-944 BO 045F 624.15 045F 624.1/5 105 01 0841 4074511770 OLR-ELV-TEST Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Testzugang ZHB Lübeck z 26-02-22 132 01 0959 4499993296 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Zeitlich begrenzte Lizenzierung k 13-03-24 185 01 3519 4514689645 OLR-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. z 23-04-24 370 01 4370 4540276026 EBS Elsevier Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 20-06-24 2020 01 DE-Ch1 4520357489 00 --%%-- --%%-- n n Campuslizenz l01 03-05-24 2111 02 DE-944 4046046287 00 --%%-- E-Book Elsevier --%%-- n Elektronischer Volltext - Campuslizenz l01 27-01-22 105 01 0841 http://www.sciencedirect.com/science/book/9780128095508 132 01 0959 Zugriff nur für Angehörige der Hochschule Osnabrück im Hochschulnetz https://www.sciencedirect.com/science/book/9780128095508 185 01 3519 http://www.sciencedirect.com/science/book/9780128095508 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://www.sciencedirect.com/science/book/9780128095508 2020 01 DE-Ch1 https://www.sciencedirect.com/science/book/9780128095508 2111 02 DE-944 https://www.sciencedirect.com/science/book/9780128095508 132 01 0959 00 EBooks Elsevier Engineering 105 01 0841 OLR-ELV-TEST 132 01 0959 EBS Elsevier 185 01 3519 OLR-EBS 370 01 4370 EBS Elsevier |
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9780128095638 : electronic bk. 978-0-12-809563-8 0128095636 : electronic bk. 0-12-809563-6 0128095504 9780128095508 (DE-627)897846532 (DE-576)517992299 (DE-599)GBV897846532 (OCoLC)1001270163 (OCoLC)001270163 (ELSEVIER)on1001270163 (EBP)014886251 DE-627 ger DE-627 rakwb eng XA-GB TA772 TEC009020 bisacsh TEC 009020 bisacsh Irregular shape anchor in cohesionless soils Hamed Niroumand Kidlington, Oxford Cambridge, MA Butterworth-Heinemann [2017] Online Ressource Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Includes bibliographical references and index. - Print version record Irregular Shape Anchors in Cohesionless Soils presents a new type of soil anchor that can significantly lower cost and preparation time for application in low cohesion soils. The experimental data provided helps readers design and implement the new devices for their projects. The author introduces the specific problem of soil anchors in low cohesion soils in chapter one. In chapter two, a literature review is presented comparing findings of previous researchers and positioning irregular shape anchors (ISA) within the most traditional types of soil anchors. In chapter three, the methods used for testing ISA are presented together with the specific properties of sands, anchor materials, and the model of the fracture mechanism. The experimental results are covered in chapter four, including comparisons in embedment ration and sand density. The failure mechanism is discussed both for loose and dense sands. In chapter five, the author compares the experimental data with the theoretical and computational results. In chapter six, the author presents his conclusions and recommendations on the usage of ISA to projects. Researchers in geotechnical engineering can use the methods and models presented in the book for their own projects. Practicing engineers will benefit from the compiled experimental data and comparisons with most traditional types of soil anchors. Introduces a new type of soil anchorOffers a thorough literature review on soil anchor typesPresents design specifications and practical data that can be used in new projectsProvides engineers with a way to save implementation time and costs in geotechnical projects Online-Ausg. Anchorage (Structural engineering) Anchorage (Structural engineering) TECHNOLOGY & ENGINEERING ; Civil ; General Anchorage (Structural engineering) Ancrage (Construction) (CaQQLa)201-0056343 Electronic books Electronic books Niroumand, Hamed verfasserin aut 0128095504 9780128095508 Erscheint auch als Druck-Ausgabe Niroumand, Hamed Irregular shape anchor in cohesionless soils Kidlington, Oxford ; Cambridge, MA : Butterworth-Heinemann, [2017] 0128095504 9780128095508 http://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag lizenzpflichtig BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom 2021 ZDB-33-EBS ZDB-33-EGE 2017 ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2111 ISIL_DE-944 BO 045F 624.15 045F 624.1/5 105 01 0841 4074511770 OLR-ELV-TEST Vervielfältigungen (z.B. 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Kein systematisches Downloaden durch Robots. i z 20-06-24 2020 01 DE-Ch1 4520357489 00 --%%-- --%%-- n n Campuslizenz l01 03-05-24 2111 02 DE-944 4046046287 00 --%%-- E-Book Elsevier --%%-- n Elektronischer Volltext - Campuslizenz l01 27-01-22 105 01 0841 http://www.sciencedirect.com/science/book/9780128095508 132 01 0959 Zugriff nur für Angehörige der Hochschule Osnabrück im Hochschulnetz https://www.sciencedirect.com/science/book/9780128095508 185 01 3519 http://www.sciencedirect.com/science/book/9780128095508 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://www.sciencedirect.com/science/book/9780128095508 2020 01 DE-Ch1 https://www.sciencedirect.com/science/book/9780128095508 2111 02 DE-944 https://www.sciencedirect.com/science/book/9780128095508 132 01 0959 00 EBooks Elsevier Engineering 105 01 0841 OLR-ELV-TEST 132 01 0959 EBS Elsevier 185 01 3519 OLR-EBS 370 01 4370 EBS Elsevier |
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9780128095638 : electronic bk. 978-0-12-809563-8 0128095636 : electronic bk. 0-12-809563-6 0128095504 9780128095508 (DE-627)897846532 (DE-576)517992299 (DE-599)GBV897846532 (OCoLC)1001270163 (OCoLC)001270163 (ELSEVIER)on1001270163 (EBP)014886251 DE-627 ger DE-627 rakwb eng XA-GB TA772 TEC009020 bisacsh TEC 009020 bisacsh Irregular shape anchor in cohesionless soils Hamed Niroumand Kidlington, Oxford Cambridge, MA Butterworth-Heinemann [2017] Online Ressource Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Includes bibliographical references and index. - Print version record Irregular Shape Anchors in Cohesionless Soils presents a new type of soil anchor that can significantly lower cost and preparation time for application in low cohesion soils. The experimental data provided helps readers design and implement the new devices for their projects. The author introduces the specific problem of soil anchors in low cohesion soils in chapter one. In chapter two, a literature review is presented comparing findings of previous researchers and positioning irregular shape anchors (ISA) within the most traditional types of soil anchors. In chapter three, the methods used for testing ISA are presented together with the specific properties of sands, anchor materials, and the model of the fracture mechanism. The experimental results are covered in chapter four, including comparisons in embedment ration and sand density. The failure mechanism is discussed both for loose and dense sands. In chapter five, the author compares the experimental data with the theoretical and computational results. In chapter six, the author presents his conclusions and recommendations on the usage of ISA to projects. Researchers in geotechnical engineering can use the methods and models presented in the book for their own projects. Practicing engineers will benefit from the compiled experimental data and comparisons with most traditional types of soil anchors. Introduces a new type of soil anchorOffers a thorough literature review on soil anchor typesPresents design specifications and practical data that can be used in new projectsProvides engineers with a way to save implementation time and costs in geotechnical projects Online-Ausg. Anchorage (Structural engineering) Anchorage (Structural engineering) TECHNOLOGY & ENGINEERING ; Civil ; General Anchorage (Structural engineering) Ancrage (Construction) (CaQQLa)201-0056343 Electronic books Electronic books Niroumand, Hamed verfasserin aut 0128095504 9780128095508 Erscheint auch als Druck-Ausgabe Niroumand, Hamed Irregular shape anchor in cohesionless soils Kidlington, Oxford ; Cambridge, MA : Butterworth-Heinemann, [2017] 0128095504 9780128095508 http://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag Volltext https://www.sciencedirect.com/science/book/9780128095508 X:ELSEVIER Verlag lizenzpflichtig BSZ-33-EBS-HSAA GBV-33-EBS-MRI GBV-33-EBS-ZHB GBV-33-Freedom 2021 ZDB-33-EBS ZDB-33-EGE 2017 ZDB-33-ESD GBV-33-EBS-HST BSZ-33-EBS-C1UB GBV_ILN_105 ISIL_DE-841 SYSFLAG_1 GBV_KXP GBV_ILN_132 ISIL_DE-959 GBV_ILN_185 ISIL_DE-Sra5 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2111 ISIL_DE-944 BO 045F 624.15 045F 624.1/5 105 01 0841 4074511770 OLR-ELV-TEST Vervielfältigungen (z.B. 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Irregular Shape Anchors in Cohesionless Soils presents a new type of soil anchor that can significantly lower cost and preparation time for application in low cohesion soils. The experimental data provided helps readers design and implement the new devices for their projects. The author introduces the specific problem of soil anchors in low cohesion soils in chapter one. In chapter two, a literature review is presented comparing findings of previous researchers and positioning irregular shape anchors (ISA) within the most traditional types of soil anchors. In chapter three, the methods used for testing ISA are presented together with the specific properties of sands, anchor materials, and the model of the fracture mechanism. The experimental results are covered in chapter four, including comparisons in embedment ration and sand density. The failure mechanism is discussed both for loose and dense sands. In chapter five, the author compares the experimental data with the theoretical and computational results. In chapter six, the author presents his conclusions and recommendations on the usage of ISA to projects. Researchers in geotechnical engineering can use the methods and models presented in the book for their own projects. Practicing engineers will benefit from the compiled experimental data and comparisons with most traditional types of soil anchors. Introduces a new type of soil anchorOffers a thorough literature review on soil anchor typesPresents design specifications and practical data that can be used in new projectsProvides engineers with a way to save implementation time and costs in geotechnical projects Includes bibliographical references and index. - Print version record |
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The experimental data provided helps readers design and implement the new devices for their projects. The author introduces the specific problem of soil anchors in low cohesion soils in chapter one. In chapter two, a literature review is presented comparing findings of previous researchers and positioning irregular shape anchors (ISA) within the most traditional types of soil anchors. In chapter three, the methods used for testing ISA are presented together with the specific properties of sands, anchor materials, and the model of the fracture mechanism. The experimental results are covered in chapter four, including comparisons in embedment ration and sand density. The failure mechanism is discussed both for loose and dense sands. In chapter five, the author compares the experimental data with the theoretical and computational results. In chapter six, the author presents his conclusions and recommendations on the usage of ISA to projects. Researchers in geotechnical engineering can use the methods and models presented in the book for their own projects. Practicing engineers will benefit from the compiled experimental data and comparisons with most traditional types of soil anchors. Introduces a new type of soil anchorOffers a thorough literature review on soil anchor typesPresents design specifications and practical data that can be used in new projectsProvides engineers with a way to save implementation time and costs in geotechnical projects</subfield></datafield><datafield tag="533" ind1=" " ind2=" "><subfield code="a">Online-Ausg.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Anchorage (Structural engineering)</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Anchorage (Structural engineering)</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">TECHNOLOGY & ENGINEERING ; Civil ; General</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Anchorage (Structural engineering)</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Ancrage (Construction)</subfield><subfield code="0">(CaQQLa)201-0056343</subfield></datafield><datafield tag="655" ind1=" " ind2="0"><subfield code="a">Electronic books</subfield></datafield><datafield tag="655" ind1=" " ind2="4"><subfield code="a">Electronic books</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Niroumand, Hamed</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="776" ind1="1" ind2=" "><subfield code="z">0128095504</subfield></datafield><datafield tag="776" ind1="1" ind2=" "><subfield code="z">9780128095508</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Erscheint auch als</subfield><subfield code="n">Druck-Ausgabe</subfield><subfield code="a">Niroumand, Hamed</subfield><subfield code="t">Irregular shape anchor in cohesionless soils</subfield><subfield code="d">Kidlington, Oxford ; 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